// CODE SNIPPET
2415.5.4.2 Bonding Limits
JUMP TO FULL CODE CHAPTER
Structural glazing shall be limited to adhesive bonding on one side or on two opposing sides of an infill glass lights or panel.
Exception: Three- or four-side bonding shall be permitted only when structural glazing units are shop fabricated and shop glazed.
Related Code Sections
2415.5.4.2 Glass and Glazing, Bonding Limits
Structural glazing shall be limited to adhesive bonding on one side or on two opposing sides of an infill glass lights or panel. Exception: Three ...
2020 FBC - Building, 7th edition > 24 Glass and Glazing > 2415 High-Velocity Hurricane Zones—Structural Glazing Systems > 2415.5 Design > 2415.5.4 Structural Requirements > 2415.5.4.2 Bonding Limits
2415.5.4.2 Glass and Glazing, Bonding Limits
Structural glazing shall be limited to adhesive bonding on one side or on two opposing sides of an infill glass lights or panel. Exception: Three ...
2017 FBC - Building, 6th edition > 24 Glass and Glazing > 2415 High-Velocity Hurricane Zones— Structural Glazing Systems > 2415.5 Design > 2415.5.4 Structural Requirements > 2415.5.4.2 Bonding Limits
2415.5.4.2 Glass and Glazing, Bonding Limits
Structural glazing shall be limited to adhesive bonding on one side or on two opposing sides of infill glass lights or panel. Exception: Three ...
2014 FBC - Building, 5th edition > 24 Glass and Glazing > 2415 High-Velocity Hurricane Zones— Structural Glazing Systems > 2415.5 Design > 2415.5.4 Structural Requirements > 2415.5.4.2 Bonding Limits
24.5.3.2 Serviceability Requirements,
of prestress, without additional bonded reinforcement in tension zone Location Concrete tensile stress limits Ends of simply-supported ...
Building Code Requirements for Structural Concrete of Florida > 24 Serviceability Requirements > 24.5 Permissible Stresses in Prestressed Concrete Flexural Members > 24.5.3 Permissible Concrete Stresses at Transfer of Prestress > 24.5.3.2
2109.1.1 Masonry, Limitations
The use of empirical design of masonry shall be limited as noted in Section 5.1.2 of TMS 402/ACI 530/ASCE 5. The use of dry-stacked, surface-bonded ...
2014 FBC - Building, 5th edition > 21 Masonry > 2109 Empirical Design of Masonry > 2109.1 General > 2109.1.1 Limitations